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    Cohesive Sediment Characterization by Combined Sedimentation and Rheological Measurements

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author:
    B. Babatope
    ,
    P. R. Williams
    ,
    D. J. A. Williams
    DOI: 10.1061/(ASCE)0733-9429(2008)134:9(1333)
    Publisher: American Society of Civil Engineers
    Abstract: A laboratory characterization of cohesive sediment has been carried out in which data obtained from standard sedimentation and rheological measurements were combined in a determination of the critical solid concentration for the detection of elasticity in a weakly cohesive suspension. The corresponding storage modulus and shear stress are very critical in any in situ rheometry of sediments, especially in the study of mud-water surface erosion in a flume. Sedimentation results showed that particle size distribution rather than surface treatment controlled the rheological behavior of the suspension while the critical solid concentration for the appearance of three-dimensional space-filling network, showing some measurable elasticity in the suspension, occurred in the region of 0.015. This parallel between the consolidation behavior and shear rheology development for the flocculating system has been established. This technique could be an adjunct to the laboratory characterization of cohesive sediments for the estimation of critical shear stress for surface erosion, especially in a typical flume experiment under water wave pressure.
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      Cohesive Sediment Characterization by Combined Sedimentation and Rheological Measurements

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/26607
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    contributor authorB. Babatope
    contributor authorP. R. Williams
    contributor authorD. J. A. Williams
    date accessioned2017-05-08T20:46:18Z
    date available2017-05-08T20:46:18Z
    date copyrightSeptember 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A9%281333%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26607
    description abstractA laboratory characterization of cohesive sediment has been carried out in which data obtained from standard sedimentation and rheological measurements were combined in a determination of the critical solid concentration for the detection of elasticity in a weakly cohesive suspension. The corresponding storage modulus and shear stress are very critical in any in situ rheometry of sediments, especially in the study of mud-water surface erosion in a flume. Sedimentation results showed that particle size distribution rather than surface treatment controlled the rheological behavior of the suspension while the critical solid concentration for the appearance of three-dimensional space-filling network, showing some measurable elasticity in the suspension, occurred in the region of 0.015. This parallel between the consolidation behavior and shear rheology development for the flocculating system has been established. This technique could be an adjunct to the laboratory characterization of cohesive sediments for the estimation of critical shear stress for surface erosion, especially in a typical flume experiment under water wave pressure.
    publisherAmerican Society of Civil Engineers
    titleCohesive Sediment Characterization by Combined Sedimentation and Rheological Measurements
    typeJournal Paper
    journal volume134
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:9(1333)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
    contenttypeFulltext
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